Summary for Test 2024-10-30-56-5
Test performed: AASHTO T283-14Project Information
| Project Identifiers | Project ID: 1000188 DEA: 112N1694 EFIS: 1122000282 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-78-3.3/72.9 |
| Award Date | 05/30/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | GRIND BRIDGE DECK, PLACE POLYESTER CONCRETE, AND APPLY METHACRYLATE. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM COLLEGE BOULEVARD UNDERCROSSING TO SAN FELIPE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/11/2024) |
Sample Information
| Sample Taken Date | 10/30/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/18/2024 | Sample type | Acceptance |
| A brief description of the sample | PSU | The quantity of what the sample constitutes | 12 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Derrick |
| Last name of sampler or witnessed by | McCovy | Title of sampler | |
| Telephone number of sampler | 6192463546 | Laboratory sample identification | 1301-PSU |
| Linked DIME Sample ID | 2024-10-30-57 | The fabricator/manufacturer/facility name | Vulcan CC |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 CC SJR | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-30-56
DIME Test ID: 2024-10-30-56-5
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-12-16
Test Results
Unit system used?: SI Units
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/06/2024
| Wet 1 | Wet 2 | Wet 3 | Dry 1 | Dry 2 | Dry 3 | |
|---|---|---|---|---|---|---|
| Untreated | ||||||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | |
| 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | 95.0 mm | |
| 3839.8 g | 3839.3 g | 3837.8 g | 3836.1 g | 3857.7 g | 3836.0 g | |
| 2202.2 g | 2204.3 g | 2205.4 g | 2197.2 g | 2204.7 g | 2202.3 g | |
| 3858.1 g | 3858.7 g | 3859.4 g | 3858.3 g | 3869.3 g | 3854.2 g | |
| 2.483 | 2.483 | 2.483 | 2.483 | 2.483 | 2.483 | |
| 3916.3 g | 3914.6 g | 3914.2 g | ||||
| 95.1 mm | 95.1 mm | 95.1 mm | ||||
| 225 mmHg | 225 mmHg | 225 mmHg | ||||
| 0 inHg | 0 inHg | 0 inHg | ||||
| 10 minutes | 10 minutes | 10 minutes | ||||
1655.9 cm^3 | 1654.4 cm^3 | 1654.0 cm^3 | 1661.1 cm^3 | 1664.6 cm^3 | 1651.9 cm^3 | |
2.319 | 2.321 | 2.320 | 2.309 | 2.317 | 2.322 | |
6.6 % | 6.5 % | 6.6 % | 7.0 % | 6.7 % | 6.5 % | |
109.3 cm^3 | 107.5 cm^3 | 109.2 cm^3 | 116.3 cm^3 | 111.5 cm^3 | 107.4 cm^3 | |
3916.3 g | 3914.6 g | 3914.2 g | ||||
3927.2 g | 3925.3 g | 3925.2 g | ||||
1714.1 cm^3 | 1710.3 cm^3 | 1708.8 cm^3 | ||||
76.5 cm^3 | 75.3 cm^3 | 76.4 cm^3 | ||||
70 % | 70 % | 70 % | ||||
24719 N | 23847 N | 25804 N | 29630 N | 28380 N | 29118 N | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1 | 1 | 1 | 1 | 1 | 1 | |
1103 kPa | 1064 kPa | 1152 kPa | 1324 kPa | 1268 kPa | 1301 kPa | |
160 psi | 188 psi | |||||
0.85 | ||||||
General comments (publicly viewable) (Max 1000 characters): Complies Target Wet > 70 & Dry > 100 Tensile > .50
Test was verified on 12/16/2024 ✔